Addendum #2 7-2-2025.pdf
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- Solicitation number
- CRFQ-0310-DNR2500000014-3
- Issued by
- Tucker County, West Virginia
About this file
This document is Addendum #2 for a Request for Quotation (RFQ) issued by the West Virginia Department of Administration Purchasing Division on behalf of the West Virginia Division of Natural Resources for trail improvements at Canaan Valley Resort State Park. The project involves constructing approximately two miles of new and existing hiking trails, including boardwalks and a viewing station. The solicitation was issued on July 2, 2025, with a bid closing date of July 15, 2025 at 1:30 PM ET. The project is divided into a base bid and three alternate bids covering trail improvements for Middle Run Connector Trail, Deer Run Connector Trail, Abe Run Trail, and Bubbling Springs Trail.
The addendum provides detailed clarifications and modifications to the original solicitation, including changes to trail alignments, vegetation removal guidelines, and ADA compliance requirements. The pricing structure includes unit prices for various trail construction elements such as aggregate trails, precast steps, and helical piers. A special $28,000 allowance is designated for special inspections, including rebar placement, concrete testing, and soil compaction. The project includes specific requirements for tree removal, equipment access, and trail construction, with particular attention to environmental considerations and accessibility standards. Bidders are required to provide comprehensive pricing for base and alternate trail sections, with the ability to adjust the project scope based on the owner's selection of alternate bids.
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Date Printed: Jul 2, 2025 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05
Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130
State of West Virginia Centralized Request for Quote
Construction
Proc Folder: 1692217 Reason for Modification:
Doc Description: Canaan Valley Trail Improvements and Accessibility Addendum #2 is issued to publish agency responses to vendor submitted questions, pre-bid sign in she..... See Page 2 for complete infoProc Type: Central Purchase Order
Date Issued Solicitation Closes Solicitation No Version
2025-07-02 2025-07-15 13:30 CRFQ 0310 DNR2500000014 3
BID RECEIVING LOCATION
BID CLERK
DEPARTMENT OF ADMINISTRATION
PURCHASING DIVISION
2019 WASHINGTON ST E
CHARLESTON WV 25305
US
VENDOR
Vendor Customer Code:
Vendor Name :
Address :
Street :
City :
State : Country : Zip :
Principal Contact :
Vendor Contact Phone: Extension:
FOR INFORMATION CONTACT THE BUYER
Joseph (Josh) E Hager III
(304) 558-2306 joseph.e.hageriii@wv.gov
Vendor Signature X FEIN# DATE
All offers subject to all terms and conditions contained in this solicitation
Date Printed: Jul 2, 2025 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05
Reason for Modification:
Addendum #2 is issued to publish agency responses to vendor submitted questions, pre-bid sign in sheet, and additional revisions and clarifications. (see attached)
ADDITIONAL INFORMATION
The West Virginia Purchasing Division is soliciting bids on behalf of the West Virginia Division of Natural Resources to establish a contract for repairs and improvements to approximately two (2) miles of existing and new hiking trails including construction of boardwalk and a viewing station located at Canaan Valley Resort State Park per the attached specifications and terms and conditions.
INVOICE TO SHIP TO
DIVISION OF NATURAL
RESOURCES
DIVISION OF NATURAL
RESOURCES
112 CALIFORNIA AVENUE CANAAN VALLEY RESORT
BLDG 4 134 HEADQUARTERS RD
CHARLESTON WV DAVIS WV
US US
Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Building Construction Services
Comm Code Manufacturer Specification Model #
72120000
Extended Description:
Trail facilities construction at Canaan Valley Resort State Park.
SCHEDULE OF EVENTS
Line Event Event Date
Revised 6/8/2012
SOLICITATION NUMBER: [Insert RFQ, RFP No.] Addendum Number: [Insert Number]
The purpose of this addendum is to modify the solicitation identified as [insert RFQ, RFP No.] (“Solicitation”) to reflect the change(s) identified and described below.
Applicable Addendum Category:
[ ] Modify bid opening date and time
[ ] Modify specifications of product or service being sought
[ ] Attachment of vendor questions and responses
[ ] Attachment of pre-bid sign-in sheet
[ ] Correction of error
[ ] Other
Description of Modification to Solicitation:
Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.
Terms and Conditions:
1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.
2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith.
Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.
ATTACHMENT A
RFI: Vendor Questions for CRFQ DNR 25*14 Canaan Valley Trail Improvements
Q.1. This work is part of "Bid Item #1 - Lump Sum". In the “Contract Documents” (GN-5) section 5. It stipulates that “the helical piers must penetrate at least 5 to 6 feet to achieve the necessary minimal allowable capacity. The underlying bedrock surface within the construction area should be present at approximately 15 feet below the existing surface grades.” Because this area is bog/ wetlands and the geotechnical report prepared by American Geotech reported the deepest boring was 4.7' below existing ground elevation the following questions apply: How was the 15 feet to bedrock determined?
A. This was a judgement call by the geotechnical engineer to provide some guidelines for bidding purposes.
Q.2. What if the required torque is not met by the 15-foot estimation?
A. The Geotechnical Engineer will make that determination during installation of piers. Geotech will be at the site to provide guidelines.
Q.3. What if bedrock or an obstruction is met before achieving the required torque?
A. The contractor will move or shift the pier location 1 foot and try again.
Q.4. How is a contractor compensated if obstructions are encountered during the helical pier installation that causes refusal or deflection?
A. The contractor should budget 20% of the pier will refuse on an obstruction and require a pull-out and re-drill.
Q.5. Numerous challenges exist (i.e. marshland/trees) in the performance of this work. The loads specified in the "Contract Documents/GN5" are 8/kips axial, 0.5/kip tension and 1/kip lateral. The "Contract Specifications - 317000" that 2/ea. preconstruction helical piers are to be installed, and two (2) tests are to be performed per the ASTM's (Compression & Tension)". The International Building Code allows for the "elimination" of pile load testing by restricting the allowable material stresses. The loads as shown in the documents are very lightly loaded. The area where this work is to be performed as stated above has various costly challenges that will have an adverse effect on the pricing and schedule. This test will require a 10’x30’ matted/solid ground area at each test site. This test will have an adverse effect on the work area.
Can the 2 pre-construction helical piers and load tests be eliminated?
A. The pile load test can be eliminated; however, the contractor shall perform three (3) probe pile test which establishes the governing criteria for helical production piles and controlling sub-surface conditions. The location of the probe pile test will be determined by Geotechnical Engineer of Record.
Q.6. The specifications state that the Grout Cap: Minimum uncased cap of 12 inches in diameter and extended 18 inches below the ground. The grout cap shall be pre-drilled and filled with grout before helical pier installation and the piers must be drilled through thegrout reservoir. Being that the work is currently in a bog/wetland area can the contractor add dry cement while installing the helical pier in lieu of wet grout?
A. No.
Q.7. If we have to cut a path to get equipment in, are there specific species that we need to use as a replacement?
A. We believe access trails will not be needed to get equipment into the Middle Connector and Deer Connector Trails. The contractor should utilize the existing Deer Run Trail and the new parking area to bring equipment to the bog area of Bubbling Springs Trail.
Q.8. We understand that normally ATV/UTV’s are prohibited in the park. Could an exception be made during construction so that we can carry our materials and tools in and out?
A. Yes.
Q.9. Specification section 012200 Unit prices do not match the unit prices in the purchase order, which is correct?
A. The revised Pricing Pages, included in this addendum, shall control. Unit prices shall be provided on the pricing page as directed. All other items not specifically listed for unit pricing on the pricing pages shall be included in the respective lump sum portion of the bid for those sections (e.g., base bid, additive alternate no. 1, etc.).
Q.10. Is a field office required for this project for the engineer/owner?
A. No.
Q.11. The timber guardrail shows 4x6 and 3x12 dimensional lumber and says they are sawn timber, are they to be treated southern pine as well?
A. Yes, AWPA Standard UC4B, pressure treated southern pine, No. 1 grade.
Q.12. The steel pipe handrails on the ramps and steps, are they to be galvanized or painted and what thickness pipe?
A. See Pipe and Tube Railing Specification 055213, attached.
Q.13. There is no detail for a 30" concrete wingwall. Are we to use detail 1/D-C4? Can this be precast?
A. Use the Concrete Headwall detail on sheet D-C4. A precast headwall is permitted.
Q.14. The type II kiosks call for water resistant CMU blocks. These are typically very smooth and the faux stone and mortar does not adhere to them very well. Are we to tapcon a wire mesh to them prior to installation of the faux stone or are you OK with a standard CMU?
A. Standard CMU can be used in lieu of water resistant CMU block.
Q.15. The helical piers will be hard to quantify off the existing geotech report and I understand why the geotechnical engineer chose to use a probe for the evaluation. Would you be opposed to adding a unit cost to pay per vertical foot of pier below the 6' recommended depth per the geo report? That may be a fair solution that way if we have to go deeper to get the required pressure, nobody is having to budget the cost.
A. The piers have been added to the respective sections of the Pricing Page for a unit price.
Q.16. Sheet GN-3 Architects Discretion lists items to include in the bid items, are these items in addition to what the plan sheets show or are they included in the quantities on the plan sheets. If they are to be included as additional work, will they be deducted from the contract if not used?
A. Items listed as “Architect’s Discretion” on sheet GN-3 have been removed. All items not listed for unit pricing on the Pricing Pages shall be included in the respective lump sum portion.
Q.17. Can the bid in relation to the Helical Piles (Piers) be changed to per foot pricing?
A. Yes. See the revised Pricing Pages. A minimum depth has been determined with a unit price requested. The cost for additional or fewer feet of depth will be based on this unit price.
Q.18. Can we review the trails with Don Mcfarland in the state park to show where the observation deck and elevated walkway will be located?
A. No. While bidders are permitted to view the site, personnel of the State of West Virginia are prohibited from discussing the project during this period unless written permission is granted through the WV Purchasing Division.
Q.19. What environmental permits are required for this project?
A. No additional environmental permits should be needed by the contractor.
Q.20. Please provide the Best Management Practices (BMPs) applicable to the project wetland areas.
A. The contractor shall follow instructions noted in item #10, under HELICAL PIER FOUNDATION, on sheet GN-5.
Q.21. Will the contractor be permitted to construct access roads in areas not reachable via existing trails? Please provide recommended locations and/or any areas where access roads are not permissible.
A. Additional access roads or trails will be permitted. The contractor shall use existing trails, roadways, maintenance driveways, etc.
Q.22. Please provide guidance on the removal and disposal of materials, including sediment, trees, rocks, demolished concrete, and including, but limited to, other debris. We require that a disposal location be identified.
A. See sheet D-C1 ‘Vegetation Removal, Clearing & Disposal’ Revision 1, dated 6/4/25. for the disposal of tree trimmings, rocks, etc. All other items, including concrete, demolished puncheon, metals, sediment, etc. shall be removed from the park by the contractor and at the contractor's expense.
Q.23. Are trees, limbs, and brush required to be removed whole. Can wood chips be disposed of on-site?
A. See sheet D-C1 ‘Vegetation Removal, Clearing & Disposal’ Revision 1, dated 6/4/25. for the disposal of tree trimmings. The contractor may dispose of wood chips on-site.
Q.24. Are there any restrictions on the types of vehicles and equipment allowed on the trail during construction?
A. The contractor needs to use existing trails or newly constructed trails to accomplish their work.
The contractor shall trim trees to accommodate equipment, following revised sheet D-C1 ‘Vegetation Removal, Clearing & Disposal’ Revision 1, dated 6/4/25.
Q.25. Are there any restrictions in creating staging/laydown areas? Please provide recommended locations and/or any areas where access roads are not permissible.
A. See the attached sheet, STAGING & LAYDOWN LOCATIONS. These areas are not secured and accessible to the public.
Q.26. As discussed in the pre-bid meeting, please provide a revised Sheet D-C1 clarifying the trail clearing limits.
A. Attached.
Q.27. Please clarify why this project is not subject to Davis-Bacon Act requirements.
A. This is determined by federal directives.
Q.28. Please provide drainage details for Sheet DRC-C2, including: (1) specifications for the wingwall at “Invert In: 3338.5”, (2) requirements for fill around the 30" HDPE storm line, and (3) any additional trail support required over the riprap swale.
A. Use the Concrete Headwall detail on sheet D-C4. This is a WV Department of Highways standard headwall detail. A precast headwall is permitted. See BEDDING DETAIL, sheet attached, for backfill information. The contractor may remove the existing riprap at the new culvert location and use it as the dump rock gutter, or install new 8” – 10” rock, one foot thick
Q.29. Are there any requirements to control the active work area to the public such as fencing?
A. The contractor shall use appropriate signage and snow fencing to instruct the public when sidewalks or trails are closed, or to identify areas that are not accessible. Also, see TEMPORARY FACILITIES & CONTROLS, specification 015000, for more information.
REQUEST FOR QUOTATION
Canaan Valley Resort State Park
Trail Improvements
Pricing Page - Addendum No. 2 1
EXHIBIT A – Pricing Page
Name of Bidder:
Address of Bidder:
Phone Number of Bidder:
WV Contractors License No.
We, the undersigned, having examined the site and being familiar with the local conditions affecting the cost of the work and also being familiar with the general conditions to bidders, drawings, and specifications, hereby propose to furnish all materials, equipment, and labor to complete all work in a workmanlike manner, as described in the Bidding Documents.
Unit Pricing
The contractor shall provide a unit price for the items of work listed below, including all material, equipment, labor, taxes, mark-up, insurances, etc. Unit pricing will be used for additive and deductive changes in work. Multiple unit prices (a price for additive work and a differing price for deductive work) will be considered a non-responsive bid.
Unit Prices shall be used solely for the negotiation of any requested Change Orders subsequent to the award of the Contract. Any contract issued as a result of this bid will contain the amount of the base bid and any approved alternates. Incomplete bids will be considered non-responsive. The quantities indicated below are estimates of actual quantities needed.
Pricing Page - Addendum No. 2 2
Base Bid
The Base Bid shall consist of all the work described and specified in the Bidding Documents, Construction Plans, and Project Manual/Construction Specifications as Base Bid.
Base Bid – Middle Run Connector Trail and Deer Run Connector Trail work as described. See “Description of Work” later in Exhibit A for each item below.
Item Item Name (Description)
Unit Price (In Numbers) Unit Total Price
(In Numbers)
All other work
(All work in this portion of the project – as described in the project plans and specifications – except for the specific items listed here for individual unit pricing.)
$ 1 LS $
Precast "Timber" Step
((1) step consisting of (3) precast concrete "timber" units and aggregate step fill.)
$ 63 EA $
Aggregate Trail #1
(4" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 1/D- C3.)
$ 806 LF $
Aggregate Trail #3
(12" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 3/D- C3.)
$ 15 LF $
Total Base Bid (This value shall be written below in words.) $
Total Base Bid:
Lump sum for all labor, materials, and equipment as defined in the Bidding Documents.
Written in words.
Pricing Page - Addendum No. 2 3
Additive/Deductive Alternate Bids
The following Additive Alternate Bid Items are not to be included in the Base Bid. If the Additive Alternates are selected by the Owner, the work described in the Additive Alternates shall be added to the Contract and the amount indicated for the Additive Alternates shall be added to the Base Bid. Amounts to be shown in both words and figures. In case of a discrepancy, the amount in words shall govern. The Alternate Bids shall consist of all the work described and specified in the Bidding Documents, Construction Plans, and Project Manual/Construction Specifications as Alternates No. 1 and No. 2, respectively.
Alternate No. 1 – Abe Run Trail Repairs work as described. Provide a lump sum cost to be added to the Base Bid. See “Description of Work” later in Exhibit A for each item below.
Unit Price (In Numbers) Unit Total Price
(In Numbers)
All other work
(All work in this portion of the project – as described in the project plans and specifications – except for the specific items listed here for individual unit pricing.)
$ 1 LS $
Aggregate Trail #1
(4" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 1/D- C3.)
$ 10 LF $
Aggregate Trail #2
(6" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 2/D- C3.)
$ 85 LF $
Aggregate Trail #3
(12" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 3/D- C3.)
$ 315 LF $
Total Alternate No. 1 (This value shall be written below in words.) $
Total Alternate No. 1 Bid:
materials, and equipment as defined in the Bidding
Pricing Page - Addendum No. 2 4
Alternate No. 2 – Deer Run Trail Repairs work as described. Provide a lump sum cost to be added to the Base Bid. See “Description of Work” later in Exhibit A for each item below.
Unit Price (In Numbers) Unit Total Price
(In Numbers)
All other work
(All work in this portion of the project – as described in the project plans and specifications
– except for the specific items listed here for individual unit pricing.)
$ 1 LS $
Aggregate Trail #1
(4" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 1/D- C3.)
$ 96 LF $
Aggregate Trail #2
(6" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 2/D- C3.)
$ 687 LF $
Aggregate Trail #3
(12" of aggregate, fabric for separation, and grading for one lineal foot of trail, per detail 3/D- C3.)
$ 138 LF $
Total Alternate No. 2 (This value shall be written below in words.) $
Total Alternate No. 2 Bid:
materials, and equipment as defined in the Bidding
Pricing Page - Addendum No. 2 5
Alternate No. 3 – Bubbling Springs Trail work as described. Provide a lump sum cost to be added to the Base Bid. See “Description of Work” later in Exhibit A for each item below.
Unit Price (In Numbers) Unit Total Price
(In Numbers)
All other work
(All work in this portion of the project – as described in the project plans and specifications
– except for the specific items listed here for individual unit pricing.)
$ 1 LS $
Helical Piers
(49 each at 7 ft deep)
$ 343 LF $
Total Alternate No. 3 (This value shall be written below in words.) $
Total Alternate No. 3 Bid:
materials, and equipment as defined in the Bidding
The Bidder understands that the successful Bidder will be determined based upon the lowest Base Bid or the lowest combination of the Base Bid and the Additive Alternates as selected. Additive Alternates will be selected in the order presented.
Authorized Vendor Signature: ________________________________________________________________________
CLARIFICATIONS & PLAN SET CHANGES
PROJECT CLARIFICATIONS
1. Work for the Bubbling Springs Trail has been removed from the Base Bid and changed to Alternate No. 3. This includes all work on sheets BS-C1 through C4, and BS-S1 and BS-S2. New Pricing Pages are provided with this Addendum.
2. All testing listed in Specification 014533 Special Inspections, Table 1705.3 and 1705.6, including rebar placement, rebar welding, anchors, concrete, structural steel, soils, helical pile, etc., will be applied to the $28,000.00 Special Inspections Allowance.
This includes concrete-strength testing and soil compaction testing.
3. All components of the Bubbling Springs Trail, from the parking lot to the Observation Deck, must be ADA compliant:
a. Parking Space and Access Aisle: No slope greater than 2% in any direction.
b. Turnpike Trail: Running or longitudinal slope cannot exceed 5%. Any slope on the turnpike trail that exceeds 5% must have handrails on each side of the slope. No slope can exceed 8.33%.
c. See Sheet BS-C4 for additional requirements for puncheon, wood landings & ramps, and the Observation Deck.
PLAN SET CHANGES
1. REPLACE DETAIL SHEET D-C1: Vegetation Removal, Clearing & Disposal with Revision 1, dated 6/4/25. Changes to tree removal and clear zone dimensions.
2. REPLACE PLAN SHEET BS-C2: Bubbling Springs Trail, Proposed Site Plan, Access Road and Parking with Revision 1, dated 6/4/25. Change of parking lot location to avoid tree removal.
3. REPLACE PLAN SHEET BS-C3: Bubbling Springs Trail, Proposed Site Plan, Turnpike
& Boardwalk Trail with Revision 1, dated 6/4/25. Reduction of Section One trail alignment and note regarding new puncheon trail construction.
4. ADD the following note to PLAN SHEET DRC-C2: Deer Run Connector Trail, Proposed
Site Plan, STA. 71+53 – 75+21:
SELECT TREE REMOVAL STA 73+84 TO STA 74+33:
1. If the trail is constructed in the tree removal period (November 15 - March 31):
Remove existing 12" maple tree and 10" birch tree.
2. If the trail is constructed outside of the tree removal period: Construct the trail with trees in place. Cut the trees down between November 15 - March 31 and remove from the site.
5. DELETE the “Architect’s Discretion” note on GENERAL NOTE SHEET GN-3 and REPLACE with the following note:
SIGN POSTS: The Contractor shall provide the following quantities of sign posts per detail 1/D-C7:
1. Base Bid: eleven (11) posts, the cost to provide and install shall be included in the “All Other Work” section of the Pricing Page.
2. Alternate No. 1: ten (10) posts, the cost to provide and install shall be included in the “All Other Work” section of the Pricing Page.
3. Alternate No. 2: fifteen (15) posts, the cost to provide and install shall be included in the “All Other Work” section of the Pricing Page.
4. Alternate No. 3: ten (10) posts, the cost to provide and install shall be included in the “All Other Work” section of the Pricing Page.
6. REMOVE line 1 “Bubbling Springs Trail” from the list of trails included in the BASE BID-NEW TRAILS on GENERAL NOTE SHEET GN-3. ADD an additional note on the same sheet:
ALTERNATE #3 – BUBBLING SPRINGS TRAIL: Alternate Three shall include all labor, material, equipment and associated work to construct the Bubbling Springs Trail found on sheets BS-C1 through BS C4 and BS-S1 and BS-S2.
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AutoCAD SHX Text
15" CMP
AutoCAD SHX Text
6" PINE
AutoCAD SHX Text
10" BIRCH
AutoCAD SHX Text
10" BIRCH
AutoCAD SHX Text
28" MAPLE
AutoCAD SHX Text
36" MAPLE
AutoCAD SHX Text
15" SNAG
AutoCAD SHX Text
8" TREE
AutoCAD SHX Text
12" TREE
AutoCAD SHX Text
10" PINE
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
GRAVEL SERVICE ROAD
AutoCAD SHX Text
TRIPLE 12" MAPLE
AutoCAD SHX Text
SDDI INV. 15" CMP: 3244.67'
AutoCAD SHX Text
SDDI INV. 15" CMP: 3270.63'
AutoCAD SHX Text
SDDI INV. 6" PVC: 3254.96'
AutoCAD SHX Text
SDDI INV. 6" PVC: 3253.34'
AutoCAD SHX Text
SDDI INV. 6" PVC: 3252.96'
AutoCAD SHX Text
SDDI INV. 6" PVC: 3251.53'
AutoCAD SHX Text
GATE
AutoCAD SHX Text
UP
AutoCAD SHX Text
GRAVEL SERVICE ROAD
AutoCAD SHX Text
MAIN PARK ROAD
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
JOB NUMBER:
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
BY
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DATE
AutoCAD SHX Text
REVISIONS
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REVISION
AutoCAD SHX Text
NUMBER
AutoCAD SHX Text
PROJECT INFORMATION
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AutoCAD SHX Text Technical
AutoCAD SHX Text Group
AutoCAD SHX Text www.chaptech.com
AutoCAD SHX Text
RJK
AutoCAD SHX Text
KLE
AutoCAD SHX Text
LDA
AutoCAD SHX Text
JUNE 2025
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text 23036
AutoCAD SHX Text
BS-C2
AutoCAD SHX Text
AutoCAD SHX Text
BUBBLING SPRINGS TRAIL
AutoCAD SHX Text
PROPOSED SITE PLAN
AutoCAD SHX Text
ACCESS ROAD AND PARKING
AutoCAD SHX Text
CANAAN VALLEY RESORT
AutoCAD SHX Text
STATE PARK PROJECT
AutoCAD SHX Text
TRAIL IMPROVEMENTS
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
EXISTING FENCE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING HIGH CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING STORM LINE
AutoCAD SHX Text
EXISTING TREE
AutoCAD SHX Text
EXISTING LOW CONTOUR
AutoCAD SHX Text
EXISTING MANHOLE
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING SIGN
AutoCAD SHX Text
EXISTING TREE LINE
AutoCAD SHX Text
EXISTING DROP INLET
AutoCAD SHX Text
EXISTING FIRE HYDRANT
AutoCAD SHX Text H
AutoCAD SHX Text Y
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EXISTING TRAIL
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AutoCAD SHX Text
TREE
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TRIPLE 12" MAPLE
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SIGN
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SURVEY LIMIT
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3-6" PINE
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20" PINE
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10" PINE
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REVISION
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SHEET NO.
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CHECKED BY:
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DESIGNED BY:
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DRAWN BY:
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DATE:
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SCALE:
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JOB NUMBER:
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SEAL
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BY
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DATE
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REVISIONS
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REVISION
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NUMBER
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PROJECT INFORMATION
AutoCAD SHX Text Chapman
AutoCAD SHX Text Technical
AutoCAD SHX Text Group
AutoCAD SHX Text www.chaptech.com
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RJK
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KLE
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LDA
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JUNE 2025
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text 23036
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BS-C3
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BUBBLING SPRINGS TRAIL
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PROPOSED SITE PLAN
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TURNPIKE & BOARDWALK TRAIL
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CANAAN VALLEY RESORT
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STATE PARK PROJECT
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TRAIL IMPROVEMENTS
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NORTH
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AutoCAD SHX Text X
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EXISTING FENCE
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PROPERTY LINE
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EXISTING UTILITY POLE
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EXISTING HIGH CONTOUR
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EXISTING STORM LINE
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EXISTING TREE
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EXISTING LOW CONTOUR
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EXISTING MANHOLE
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EXISTING SIGN
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EXISTING TREE LINE
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EXISTING DROP INLET
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EXISTING FIRE HYDRANT
AutoCAD SHX Text H
AutoCAD SHX Text Y
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EXISTING TRAIL
ADDENDUM ACKNOWLEDGEMENT FORM
SOLICITATION NO.:_____________
Instructions: Please acknowledge receipt of all addenda issued with this solicitation by completing this addendum acknowledgment form. Check the box next to each addendum received and sign below.
Failure to acknowledge addenda may result in bid disqualification.
Acknowledgment: I hereby acknowledge receipt of the following addenda and have made the necessary revisions to my proposal, plans and/or specification, etc.
Addendum Numbers Received:
(Check the box next to each addendum received)
[ ] Addendum No. 1 [ ] Addendum No. 6
[ ] Addendum No. 2 [ ] Addendum No. 7
[ ] Addendum No. 3 [ ] Addendum No. 8
[ ] Addendum No. 4 [ ] Addendum No. 9
[ ] Addendum No. 5 [ ] Addendum No. 10
I understand that failure to confirm the receipt of addenda may be cause for rejection of this bid. I further understand that any verbal representation made or assumed to be made during any oral discussion held between Vendor’s representatives and any state personnel is not binding. Only the information issued in writing and added to the specifications by an official addendum is binding.
Company
Authorized Signature
Date
NOTE: This addendum acknowledgement should be submitted with the bid to expedite document processing.
| Draft_CRFQ_0310_DNR2500000014_3_WV_CRFQ_FORM |
| DRAFT Addendum #2 7-02-2025 |
| Text1: CRFQ 0313 DNR2500000014 |
| Text2: No.02 |
| Check Box4: Yes |
| Check Box5: Yes |
| Check Box6: Yes |
| Check Box7: Yes |
| Check Box8: Off |
| Check Box9: Off |
| Text3: Addendum issued to publish and distribute the attached documentation to the vendor community. |
1. To publish vendor questions and responses.
2. To publish revised Exhibit A pricing pages.
3. To publish spec clarifications and modifications.
4. To publish pre-bid sign-in sheets.
5. To extend bid close date until 7/15/2025 @ 1:30 PM ET
Text4: CRFQ DNR25*14
File details come from the government source that posted it. Updated .